Plan Review Details - Permit 16040208
Plan Review Stops For Permit 16040208
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2016-07-06 Cont ID  
Sent By jwitmer Date 2016-07-06 Time 15:58 Rev Time 0.00
Received By jwitmer Date 2016-07-06 Time 15:58 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2016-06-22 Cont ID  
Sent By   Date 2016-06-22 Time 07:59 Rev Time 0.00
Received By jwitmer Date 2016-06-22 Time 07:39 Sent To  
Notes
2016-06-22 07:48:02BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16040208
 ADD: 435 6TH ST.
 CONT: BATTEN CONSTRUCTION
 TEL: 561-820-0027
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 3RD REVIEW
 DATE: WED. JUNE 22/2016
 ACTION: DENIED
  
  
 8) THE SUBMITTED CALCULATIONS BY P.E. PAUL WALSH ARE
 COPIES NOT ORIGINALS. 61G15-23.002(2) FL. ADMIN. CODE.
 A COVER SHEET OR INDEX SHEET FOR ENGINEERING
 SPECIFICATIONS MAY BE USED AND THAT SHEET MUST BE
 SIGNED IN RESPONSIBLE CHARGE OF THE PRODUCTION &
 PREPARATION OF EACH SECTION OF THE ENGINEERING
 SPECIFICATION WITH SUFFICIENT INFORMATION ON THE COVER
 SHEET OR INDEX LISTING HOW MANY PAGES ARE COVERED UNDER
 THE COVER SHEET OR INDEX SHEET. .
  
 COMMENT FROM THE 2ND REVIEW. THE PLANS ARE DEFICIENT IN
 HOW THE RTU WILL BE FASTENED TO THE ROOF TOP CURB NOR
 THE ROOF TOP CURB TO THE MWFRS (MAIN WIND FORCE
 RESISTING SYSTEM. FOR ALL ROOF TOP EQUIPMENT, CURBS OR
 A/C STANDS, DETAILED ATTACHMENT TO THE ROOF FRAMING &
 DECK AS WELL AS FROM THE CURB OR ROOF STAND TO THE
 EQUIPMENT ABOVE. 2014 FBC-B 1604.4 ANALYSIS. LOAD
 EFFECTS ON STRUCTURAL MEMBERS AND THEIR CONNECTIONS
 SHALL BE DETERMINED BY METHODS OF STRUCTURAL ANALYSIS
 THAT TAKE INTO ACCOUNT EQUILIBRIUM, GENERAL STABILITY,
 GEOMETRIC COMPATIBILITY AND BOTH SHORT- AND LONG-TERM
 MATERIAL PROPERTIES. EVERY STRUCTURE SHALL BE DESIGNED
 TO RESIST THE OVERTURNING EFFECTS CAUSED BY THE LATERAL
 FORCES SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR
 WIND LOADS?
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2016-06-09 Cont ID  
Sent By jwitmer Date 2016-06-09 Time 07:16 Rev Time 0.00
Received By jwitmer Date 2016-06-09 Time 06:27 Sent To  
Notes
2016-06-09 07:16:03 
 BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16040208
 ADD: 435 6TH ST.
 CONT: BATTEN CONSTRUCTION
 TEL: 561-820-0027
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 2ND REVIEW
 DATE: THURS. JUNE 09/2016
 ACTION: BUILDING PROVISO:
  
 1) SHEET S1 DETAIL #6 INDICATES HOW MANY SCREWS ARE TO
 BE INSTALLED IN BOTH THE RTU UNIT AND ROOF TOP CURB BUT
 THE DETAIL DOES NOT INDICATE HOW MANY CLIP BRACKETS ARE
 TO BE INSTALLED PER SIDE.
  
 THYBAR TC-5 STEEL ROOF CURB FOR CARRIER ROOFTOP UNITS
 NOA15-0218.11, PLEASE NOTE TECH PAGE 5 OF 5. RESTRAINT
 BRACKET QUANTITY IS DETERMINED BY PROJECT SPECIFIC
 CALCULATIONS, PERFORMED BY A FLORIDA LICENSED PE OR
 FLORIDA REGISTERED ARCHITECT THAT CONSIDER THE UNIQUE
 COMBINATION OF THE UNIT SIZE AND APPLICABLE LATERAL AND
 UPLIFT PRESSURES FOR EACH JOB. PLEASE PROVIDE
 CALCULATION FOR HOW MANY BRACKETS WILL BE NEEDED FOR
 EACH TYPE OF UNIT.
  
 2014 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL
 EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO
 WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND
 PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA
 BUILDING CODE, BUILDING.
  
 . 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON
 STRUCTURAL MEMBERS AND THEIR CONNECTIONS SHALL BE
 DETERMINED BY METHODS OF STRUCTURAL ANALYSIS THAT TAKE
 INTO ACCOUNT EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC
 COMPATIBILITY AND BOTH SHORT- AND LONG-TERM
 MATERIAL PROPERTIES. EVERY STRUCTURE SHALL BE DESIGNED
 TO RESIST THE OVERTURNING EFFECTS CAUSED BY THE LATERAL
 FORCES SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR
 WIND LOADS?
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-04-19 Cont ID  
Sent By jwitmer Date 2016-04-19 Time 07:31 Rev Time  
Received By jwitmer Date 2016-04-19 Time 06:02 Sent To  
Notes
2016-04-19 07:54:55BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16040208
 ADD: 435 6TH ST.
 CONT: BATTEN CONSTRUCTION
 TEL: 561-820-0027
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: TUES. APRIL 19/2016
 ACTION: DENIED
  
 1) SHEET 1.1 THE COVERSHEET;
  
 1A) THE DESIGNER OF RECORD HAS DESIGNED THIS BUILDING
 UNDER THE 2010 FBC-B. PLEASE NOTE THE 2014 FBC/ 5TH
 EDITION WENT INTO AFFECT JUNE 30/ 2015. PLEASE UPDATE
 PLANS TO CONFORM TO THE 2014 FBC. SEE 2014 FBC PREFACE.
  
 1B) THE COVERSHEET LIST THIS AS A LEVEL II ALTERATION.
 PLEASE REVIEW 2014 FBC- EXISITNG BLDG. CODE 907.4.2
 THIS STRUCTURE DEFINELY QUALIFIES AS A LEVEL III
 SUBSTANIAL STRUCTURAL ALTERATION. EXISSTING BLDG. CODE
 907.4.2 SUBSTANTIAL STRUCTURAL ALTERATION.
 WHERE MORE THAN 30 PERCENT OF THE TOTAL FLOOR AND ROOF
 AREAS OF THE BUILDING OR STRUCTURE HAVE BEEN OR ARE
 PROPOSED TO BE INVOLVED IN STRUCTURAL ALTERATION WITHIN
 A FIVE-YEAR PERIOD, THE EVALUATION AND ANALYSIS SHALL
 DEMONSTRATE THAT THE ALTERED BUILDING OR STRUCTURE
 COMPLIES WITH THE FLORIDA BUILDING CODE, BUILDING FOR
 WIND LOADING AND WITH REDUCED IBC-LEVEL SEISMIC FORCES.
 THE AREAS TO BE COUNTED TOWARD THE 30 PERCENT SHALL BE
 THOSE AREAS TRIBUTARY TO THE VERTICAL LOAD-CARRYING
 COMPONENTS, SUCH AS JOISTS, BEAMS, COLUMNS, WALLS AND
 OTHER STRUCTURAL COMPONENTS THAT HAVE BEEN OR WILL BE
 REMOVED, ADDED OR ALTERED, AS WELL AS AREAS SUCH AS
 MEZZANINES, PENTHOUSES, ROOF STRUCTURES AND IN-FILLED
 COURTS AND SHAFTS.
  
 1C) SHOW COMPLIANCE WITH: 2014 EXIST. BLDG. CODE
 907.4.1 EVALUATION AND ANALYSIS. AN ENGINEERING
 EVALUATION AND ANALYSIS THAT ESTABLISHES THE STRUCTURAL
 ADEQUACY OF THE ALTERED STRUCTURE SHALL BE PREPARED BY
 A REGISTERED DESIGN PROFESSIONAL AND SUBMITTED TO THE
 CODE OFFICIAL.
  
 1D) 2014 EXIST. BLDG. CODE 908.1. 908.1 MINIMUM
 REQUIREMENTS. ALTERATIONS SUBJECT TO THIS CHAPTER SHALL
 COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
 CODE, ENERGY CONSERVATION.
  
  
 2014 ENERGY CODE: DEFINITION. RENOVATED BUILDING. A
 RESIDENTIAL OR NONRESIDENTIAL BUILDING UNDERGOING
 ALTERATION THAT VARIES OR CHANGES INSULATION, HVAC
 SYSTEMS, WATER HEATING SYSTEMS, OR EXTERIOR ENVELOPE
 CONDITIONS, PROVIDED THE ESTIMATED COST OF RENOVATION
 EXCEEDS 30 PERCENT OF THE ASSESSED VALUE OF THE
 STRUCTURE.
  
 THE P.B.C. PROPERTY APPRAISERS OFFICE LIST THE VALUE OF
 THIS BUILDING AS $36,950.00 THE VALUE OF THE PERMIT IS
 $48,275.00. THIS BUILDING QUALIFIES AS A RENOVATION
 UNDER THE ENEERGY CODE AND WILL NEED TO COMPLY WITH :
 C401.2.1 APPLICATION TO EXISTING BUILDINGS.
 ADDITIONS, ALTERATIONS AND REPAIRS TO EXISTING
 BUILDINGS SHALL COMPLY WITH ONE OF THE FOLLOWING:
  
 1. SECTIONS C402, C403, C404 AND C405; OR
  
 2. ANSI/ASHRAE/IESNA 90.1.
  
 1E) THE PLANS FAIL TO PROVIDE HOW THIS BUILDING WILL
 COMPLY WITH THE REQUIRED INSULATION OF WALLS AND ROF
 SYSTEM.
  
 1F) THE PLANS DO NOT PROVIDE A INTERIOR FLOOR PLAN AND
 LAYOUT OF AN ACCESSIBLE RESTROOM.
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR
 BUILDINGS. THE EXAMINATION OF THE DOCUMENTS BY THE
 BUILDING OFFICIAL SHALL INCLUDE THE FOLLOWING MINIMUM
 CRITERIA AND DOCUMENTS: A FLOOR PLAN; SITE PLAN;
 FLOOR/ROOF FRAMING PLAN OR TRUSS LAYOUT; ALL
 FENESTRATION PENETRATIONS; FLASHING;
 107.3.5.1.1 COMMERCIAL BUILDINGS:
  
 2) SHEET 3.1 SHOWS ROOF PRESSURES AND WINDOW PRESSURES.
 NEITHER 3.1 NOR S.1 PROVIDE THE WIND DESIGN CRITERIA AS
 TO WHAT CRITERIA WAS USED IN DEVELOPING THE PRESSURES.
 2014 FBC-B 1603.1.4 WIND DESIGN DATA.
  
 3) 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT
 OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31)
 SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS THAT
 WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
  
 4) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA
 RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING BY
 THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
  
 5) SHEET 6.1 DETAIL 7 NOTE R6 INDICATES METAL TRUSSES,
 ARE THESE UNITS METAL TRUSSES OR METAL BAR JOIST?
 SPACING @ 4 FEET ON CENTER WOULD LEAD ONE TO BELIEVE
 BAR JOIST? PLEASE PROVIDE THE METHOD OF ANCHORING FOR
 UPLIFT AND SLIDDING ACTION.
 LATERAL FORCE-RESISTING SYSTEM
 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS?
  
 6) SHEET 3.1 THE ROOF PLAN SHOWS A RIDGE WITH 1/4 INCH
 PER FOOT. THE S.1 PAGE DOES NOT SHOW A RIDGE, NOR DOES
 THE PLANS INDICATE IF THE RIDGE IS TO BE BUILT UP USING
 THE ROOF INSULATION. THE STRUCTURAL SHEET DOES NOT
 PROVIDE AT WHAT ELEVATION THE ROOF FRAMING SYSTEM IS TO
 BE SET? 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 7) THE ROOFING APPROVAL SUBMITTED FL 16429-R5SUB-SYSTEM
 SC3 IS ONLY GOOD FOR -90. SHEET 3.1 SHOWS THE PRESSURES
 IN ZONE # 3 TO BE 93.77. THE PRODUCT APPROVAL WILL NEED
 ENHANCED FASTENING SEE LIMITATION FOR QUALIFICATIONS.
  
 8) THE PLANS ARE DEFICIENT IN HOW THE RTU WILL BE
 FASTENED TO THE ROOF TOP CURB NOR THE ROOF TOP CURB TO
 THE MWFRS (MAIN WIND FORCE RESISTING SYSTEM. FOR ALL
 ROOF TOP EQUIPMENT, CURBS OR A/C STANDS, DETAILED
 ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL AS FROM
 THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE. 2014
 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM
 MATERIAL PROPERTIES. EVERY STRUCTURE SHALL BE DESIGNED
 TO RESIST THE OVERTURNING EFFECTS CAUSED BY THE LATERAL
 FORCES SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR
 WIND LOADS?
  
 9) 1013.7 ROOF ACCESS. GUARDS SHALL BE PROVIDED WHERE
 THE ROOF HATCH OPENING IS LOCATED WITHIN 10 FEET (3048
 MM) OF A ROOF EDGE OR OPEN SIDE OF A WALKING SURFACE
 AND SUCH EDGE OR OPEN SIDE IS LOCATED MORE THAN 30
 INCHES (762 MM) ABOVE THE FLOOR, ROOF OR GRADE BELOW.
 THE GUARD SHALL BE CONSTRUCTED SO AS TO PREVENT THE
 PASSAGE OF A SPHERE 21 INCHES (533 MM) IN DIAMETER.
  
 10) 1509.6 MECHANICAL EQUIPMENT SCREENS. MECHANICAL
 EQUIPMENT SCREENS SHALL BE CONSTRUCTED OF THE MATERIALS
 SPECIFIED FOR THE EXTERIOR WALLS IN ACCORDANCE WITH THE
 TYPE OF CONSTRUCTION OF THE BUILDING. WHERE THE FIRE
 SEPARATION DISTANCE IS GREATER THAN 5 FEET (1524 MM),
 MECHANICAL EQUIPMENT SCREENS SHALL NOT BE REQUIRED TO
 COMPLY WITH THE FIRE-RESISTANCE RATING REQUIREMENTS.
  
 11) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2016-06-09 Cont ID  
Sent By mvaldes Date 2016-06-09 Time 17:39 Rev Time 0.00
Received By mvaldes Date 2016-06-09 Time 17:39 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2016-04-06 Cont ID  
Sent By vperez Date 2016-04-06 Time 16:10 Rev Time 0.00
Received By vperez Date 2016-04-06 Time 16:09 Sent To  
Notes
2016-04-06 16:11:01INITIAL ELECTRICAL PLAN REVIEW
  
 APPLICABLE CODES IN EFFECT:
 FLORIDA BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
 EDITION
 NFPA 70- 2011 NEC
 COMMENTS:
  
 1. PLEASE SHOW A RECEPTACLE OUTLET WP/WR GFCI PROTECTED
 AT THE ROOFTOP WITHIN 25FT OF MECHANICAL UNIT PER NEC
 210.63 AND REFLECT ON REVISED PANEL SCHEDULE.
 2. PROVISO WILL BE GRANTED IF OTHER PENDING TRADE
 REVIEWERS APPROVE PLANS.
 3. FEEL FREE TO CONTACT ME WITH ANY QUESTIONS OR
 CONCERNS.
 VALENTINO PEREZ
 ELECTRICAL PLANS EXAMINER II
 561-805-6717
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2016-06-01 Cont ID  
Sent By wjolin Date 2016-06-01 Time 13:46 Rev Time 0.00
Received By wjolin Date 2016-06-01 Time 13:15 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2016-04-07 Cont ID  
Sent By wjolin Date 2016-04-07 Time 14:24 Rev Time 0.00
Received By wjolin Date 2016-04-07 Time 14:18 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2016-07-06 Cont ID  
Sent By jwitmer Date 2016-07-06 Time 15:58 Rev Time 0.00
Received By jwitmer Date 2016-07-05 Time 10:43 Sent To  
Notes
2016-07-06 10:43:34RESUB ROUTED TO JWITMER
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-06-22 Cont ID  
Sent By jwitmer Date 2016-06-22 Time 07:48 Rev Time 0.00
Received By jwitmer Date 2016-06-17 Time 10:47 Sent To  
Notes
2016-06-21 17:52:12RESUB ROUTED TO JWITMER
2016-06-20 10:48:17RESUB ROUTED TO JVALIDO
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-06-09 Cont ID  
Sent By mvaldes Date 2016-06-09 Time 17:39 Rev Time 0.00
Received By mvaldes Date 2016-05-26 Time 10:56 Sent To  
Notes
2016-05-26 10:57:07C01
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-04-27 Cont ID  
Sent By gjohnson Date 2016-04-27 Time 12:40 Rev Time 0.00
Received By gjohnson Date 2016-04-05 Time 14:41 Sent To  
Notes
2016-04-05 14:42:15C05
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2016-06-21 Cont ID  
Sent By jvalido Date 2016-06-21 Time 17:46 Rev Time 0.00
Received By jvalido Date 2016-06-21 Time 17:43 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2016-06-09 Cont ID  
Sent By jvalido Date 2016-06-09 Time 09:37 Rev Time 0.00
Received By jvalido Date 2016-06-09 Time 09:30 Sent To  
Notes
2016-06-09 09:37:12FLORIDA ENERGY CODE FBC 2014
  
  
 R403.6.1 - HEATING AND COOLING EQUIPMENT SHALL BE SIZED
 IN ACCORDANCE WITH ACCA MANUAL S
 BASED ON THE EQUIPMENT LOADS CALCULATED IN ACCORDANCE
 WITH ACCA MANUAL J OR
 OTHER APPROVED HEATING AND COOLING CALCULATION
 METHODOLOGIES, BASED ON BUILDING
 LOADS FOR THE DIRECTIONAL ORIENTATION OF THE BUILDING.
 THE MANUFACTURER AND MODEL
 NUMBER OF THE OUTDOOR AND INDOOR UNITS (IF SPLIT
 SYSTEM) SHALL BE SUBMITTED ALONG
 WITH THE SENSIBLE AND TOTAL COOLING CAPACITIES AT THE
 DESIGN CONDITIONS DESCRIBED IN
 SECTION R302.1. THIS CODE DOES NOT ALLOW DESIGNER
 SAFETY FACTORS, PROVISIONS FOR
 FUTURE EXPANSION OR OTHER FACTORS WHICH AFFECT
 EQUIPMENT SIZING. SYSTEM SIZING
 CALCULATIONS SHALL NOT INCLUDE LOADS CREATED BY LOCAL
 INTERMITTENT MECHANICAL
 VENTILATION SUCH AS STANDARD KITCHEN AND BATHROOM
 EXHAUST SYSTEMS.
  
  
 JORGE VALIDO
 WPB MECHANICAL INSPECTOR/PLANS EXAMINER
 [email protected]
 561-805-6732
  
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-04-07 Cont ID  
Sent By jvalido Date 2016-04-07 Time 13:50 Rev Time 0.00
Received By jvalido Date 2016-04-07 Time 11:18 Sent To  
Notes
2016-04-07 13:23:54WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND LEAVE THE
 PREVIOUSLY REVIEWED REPLACED SHEETS DETACHED.
  
 FLORIDA BUILDING CODE 5TH EDITION (2014)
 ENERGY CONSERVATION
  
 SECTION R202 RENOVATED BUILDINGS - A RESIDENTIAL OR
 NONRESIDENTIAL BUILDING UNDERGOING ALTERATION THAT
 VARIES INSULATION, HVAC SYSTEMS, WATER HEATING SYSTEMS,
 OR EXTERIOR ENVELOPE CONDITIONS, PROVIDED THE ESTIMATED
 COST OF RENOVATION EXCEEDS 30 PERCENT OF THE ASSESSED
 VALUE OF THE STRUCTURE.
  
 R403.6.1 - PROVIDE HEAT LOAD CALCULATIONS.
  
 107.2.1 - PROVIDE DRAWING OF ALL DUCT WORK (TO INCLUDE
 DUCT SIZES, SUPPLY/RETURN CFM QUANTITIES AND GRILL
 SIZES)
Review Stop P PLUMBING
Rev No 1 Status N Date 2016-04-27 Cont ID  
Sent By gjohnson Date 2016-04-27 Time 12:35 Rev Time 0.00
Received By gjohnson Date 2016-04-27 Time 12:35 Sent To  
Notes
2016-04-27 12:38:24PER GEORGE EARL 0013-B


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